Analysis of Factors Influencing Mechanical Properties of Corrugated Steel Based on Entropy Method

Wang Taiheng, Li Wei, C. Meng, Liu Bin, Wang Jun
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引用次数: 3

Abstract

In recent years, corrugated steel has been used in some domestic tunnel construction for its large section and high strength, and has become a new type of tunnel support structure. Corrugated steel mechanical properties will directly affect the stability of support structure. Therefore, the important thing is to choose the appropriate parameter to improve the mechanical performance of ripples. Parameters that affecting the mechanical properties of corrugated steel include wave height, corrugation thickness and wave distance. This massage will rely on the Qipan Mountain tunnel project, studying its fabricated corrugated steel supporting structure, and selects corrugated steel with different thicknesses, wave heights and corrugated spans for transient analysis. The largest deformation of corrugated steel under blasting shock is calculated by numerical simulation to react the corrugated steel mechanical properties, and then use the method of Entropy to determine the influence of different parameter values on mechanical performance of corrugated steel. The weight coefficient of wave thickness is 92.38%, the influence weight coefficient of wave height is 7.54%, and the influence weight coefficient of wave short is 0.07%. It is shows that the thickness has the greatest influence on the mechanical properties of the supporting structure, and the wave distance has no influence. Through the above analysis, the parameter design and stability design of corrugated steel support structure can be given some reference and help.
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基于熵值法的波纹钢力学性能影响因素分析
近年来,波纹钢因其断面大、强度高,已在国内一些隧道施工中得到应用,成为一种新型的隧道支护结构。波纹钢的力学性能将直接影响支撑结构的稳定性。因此,重要的是选择合适的参数来提高波纹的力学性能。影响波纹钢力学性能的参数有波高、波纹厚度和波距。本文将依托七盘山隧道工程,对其装配式波纹钢支撑结构进行研究,选取不同厚度、波高、波纹跨度的波纹钢进行瞬态分析。通过数值模拟计算波纹钢在爆破冲击作用下的最大变形,以反应波纹钢的力学性能,然后利用熵值法确定不同参数值对波纹钢力学性能的影响。波厚影响权重系数为92.38%,波高影响权重系数为7.54%,波短影响权重系数为0.07%。结果表明,厚度对支撑结构的力学性能影响最大,波距对支撑结构的力学性能影响不大。通过以上分析,可以为波纹钢支撑结构的参数设计和稳定性设计提供一定的参考和帮助。
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CiteScore
1.70
自引率
8.30%
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0
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